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SDP199700046 Plan - Revision Preliminary Site Plan 1998-01-18
r 0 0 gym. tJ .01 CC— I umoD i �ty��= f�% j d ,a7,. ,�{ I'�wI& f r sjY , VIGTi �,_ '#, -_ �:. IA_ ,fir ` �, " e T-1 . i81 �. ( I A Min 7r—,nl I T f- I ll _ -T ITI �i ! P'liHIlfl, Jl � . $ � !!I 1 _L 111 IIIA t _1 _kl III lj� j ��l ilk Ill 16 - II a`j" r is Ea I �1jljJiijj,�<�, 3 �y,-~z tee, , �s it`1{ii rte, !r� y 3?;a —T7 ";1,�—W ;a 1,� y9 1 pry r- , 1 eV i' '3 '19 9?I 'P„ 191E � �9t7 :J 1 11 ll )3e 9�9 !i9 PIY 4! Pil 11 ! 4!7 f 11f 1�9� �';1' 4 39 tiY Rl 719 1�1 'AN �- 1 ��I III �,,IIIJ 111, NOVEMBER 3, 1997 WN EA °JA 'Y 8 7'& -..CA A 8 `'. 8 V 7a AGIV,9 N A 9-'i 9 1 0. e IN 41 lIVY P.O. o 9091 jl� 111111i 10 i are A d4�s A a�nA I T S.0° 11 B.AD. PI -ACE. a • .� Al� a,�°a as HEAD. �a a a -a '� . ,, BOX 5347 °CHARI ODES ILLE, VIRGINIA 22905 4)972® FAX(804,1295-3203 1 �. V f �. COMER SHEET 2. °iC� i`ID OADLiOiRAL %OTE , LFGEi brNL i Ai t n 5! 9 Ni i I LAN "'RADING N 0' PROFILE PC)[ ITF Or 17 ROI JTF 2q INTYa C,'IrHT rn(�TANr°E PROFIF ES; 18, -42- 2. PROFILE: LEWIS & CLARK DRIVE, WATERLINE 23 --,28. STORM SEWER PROFILES } ipCIt vE I - l F-, ; SANITARY "WE 32.11, 34. STORM WATER MANAGEMENT POND DF TAII,a 3. ` GEOTECHNICAL REQUIREMENT a { N3' 4u, . u FEB 1141998 5'9 C: q, i aS PRINTED 19 FEB 18 1,998 W tit W. aDE T. aaF LANNIIN� a a* {5va19TAws $ DiS L tehifil N i'TH 1NIA DEPT, OF TRAMPO T I � ,-,,�' t'.� DEPT. GI I i � A -- A'o. I i j W°'9 _ �c3 u 9 A 9 a 7aa ,.: 7 G a a a� ,}"`i i Fi:' 1- 1 [i'� ill S 9 i �,. 1 n II i� F^? - s§H�m':ae�° a� w_ex -.a9 �at�*� aa� ar�. 5# rj `},'.� _a�. 't � t- t .�'4 - �- �?7 i PU i 4_' LSv+ n3 s 1t�39ta 3 .1 %.n, F vV9Y lia ro�i_! nll jr� a� ry { j o{' '� a 6 Lie F ARL COUNTY SERVICE AUTHORITY gad. � E�? i�eere� ... — /' F ]R DEPT, F A LT � =�' 03133 � Phanners A 71%rP.. ��P_a��� - __. ..---- - - - -- -- - -- �, � �� 1052.5 ie Park �� �� ��� ����{� �., �, 2010 9 7 9 •r s'3 a s, s s' Surveyors), - (703) 369_ 933 °� (7013) 631--2834 DEPT, F IN E GINEERS SERI, & SIGNATURE All f 3' A I w7 iy`i L�I d ,a7,. ,�{ I'�wI& f r sjY , VIGTi �,_ '#, -_ �:. IA_ ,fir ` �, " e T-1 . i81 �. ( I A Min 7r—,nl I T f- I ll _ -T ITI �i ! P'liHIlfl, Jl � . $ � !!I 1 _L 111 IIIA t _1 _kl III lj� j ��l ilk Ill 16 - II a`j" r is Ea I �1jljJiijj,�<�, 3 �y,-~z tee, , �s it`1{ii rte, !r� y 3?;a —T7 ";1,�—W ;a 1,� y9 1 pry r- , 1 eV i' '3 '19 9?I 'P„ 191E � �9t7 :J 1 11 ll )3e 9�9 !i9 PIY 4! Pil 11 ! 4!7 f 11f 1�9� �';1' 4 39 tiY Rl 719 1�1 'AN �- 1 ��I III �,,IIIJ 111, NOVEMBER 3, 1997 WN EA °JA 'Y 8 7'& -..CA A 8 `'. 8 V 7a AGIV,9 N A 9-'i 9 1 0. e IN 41 lIVY P.O. o 9091 jl� 111111i 10 i are A d4�s A a�nA I T S.0° 11 B.AD. PI -ACE. a • .� Al� a,�°a as HEAD. �a a a -a '� . ,, BOX 5347 °CHARI ODES ILLE, VIRGINIA 22905 4)972® FAX(804,1295-3203 1 �. V f �. COMER SHEET 2. °iC� i`ID OADLiOiRAL %OTE , LFGEi brNL i Ai t n 5! 9 Ni i I LAN "'RADING N 0' PROFILE PC)[ ITF Or 17 ROI JTF 2q INTYa C,'IrHT rn(�TANr°E PROFIF ES; 18, -42- 2. PROFILE: LEWIS & CLARK DRIVE, WATERLINE 23 --,28. STORM SEWER PROFILES } ipCIt vE I - l F-, ; SANITARY "WE 32.11, 34. STORM WATER MANAGEMENT POND DF TAII,a 3. ` GEOTECHNICAL REQUIREMENT a { N3' 4u, . u FEB 1141998 5'9 C: q, i aS PRINTED 19 FEB 18 1,998 W tit W. aDE T. aaF LANNIIN� a a* {5va19TAws $ DiS L tehifil N i'TH 1NIA DEPT, OF TRAMPO T I � ,-,,�' t'.� DEPT. GI I i � A -- A'o. I i j W°'9 _ �c3 u 9 A 9 a 7aa ,.: 7 G a a a� ,}"`i i Fi:' 1- 1 [i'� ill S 9 i �,. 1 n II i� F^? - s§H�m':ae�° a� w_ex -.a9 �at�*� aa� ar�. 5# rj `},'.� _a�. 't � t- t .�'4 - �- �?7 i PU i 4_' LSv+ n3 s 1t�39ta 3 .1 %.n, F vV9Y lia ro�i_! nll jr� a� ry { j o{' '� a 6 Lie F ARL COUNTY SERVICE AUTHORITY gad. � E�? i�eere� ... — /' F ]R DEPT, F A LT � =�' 03133 � Phanners A 71%rP.. ��P_a��� - __. ..---- - - - -- -- - -- �, � �� 1052.5 ie Park �� �� ��� ����{� �., �, 2010 9 7 9 •r s'3 a s, s s' Surveyors), - (703) 369_ 933 °� (7013) 631--2834 DEPT, F IN E GINEERS SERI, & SIGNATURE I GENERAL N O TES 1. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP NUMBERS 32-48, 32-06,32-6A, 32-19, 32-2281, & 32-2282. 2. BOUNDARY SURVEY IS BY DEWBERRY & DAVIS. 3. TOPOGRAPHIC SURVEY IS BY AIR SURVEY CORP. 4. VERTICAL DATUM: USGS - NGS 29 5. CONTOUR INTERVAL: 0.5m 6. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS AND THE ALBEMARLE CO. SERVICE AUTHORITY SPECS. 7. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DEWBERRY & DAVIS AT (703) 631-3430 IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE APPROVED PLAN. 8. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE/SHE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. TP 9. DENOTES TEST HOLE REQUIRED TO DETERMINE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF ALL TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESU T OF THE TEST HOLE FINDINGS, NOTIFY DEWBERRY & DAVIS AT (703) 631-3430 . 10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF HIS CONSTRUCTION PROJECT WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 11. CONTROLLED FILLS SHALL BE COMPACIEP TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD A PER STANDARD PROCTOR CETFTAREDEOPENLENEEDEREUTS ALL BE CERTIFIED GISTERDROFSSIOANGIRANSL SUBMITTED TO ALBEMARLE COUNTY PRIOR TO PAVEMENT CONSTRUCTION. A GEOTECHNICAL REPORT HAS BEEN PREPARED, AND IF MORE STRINGENT, SHALL SUPERSEDE THE REQUIREMENTS IN THIS NOTE, 12. ALL BASE, SUBBASE AND SUBGRADE MATERIAL SHALL BE CO PACTED AT OPTIMUM MOISTUNE CONTENT, WITHIN A TOLERANCE OF + 2.0% OF OPTIMUM. 13. ALL FINISHED GRADING, SEEDING SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE PARTICULARLY ADJACENT TO BUILDING AND STORM INLETS, 14. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 15. THE APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF FUTURE WORK. 16. A PERMIT MUST BE OBTAINED FROM THE VDOT RESIDENT ENGINEER PRIOR TO ANY CONSTRUCTION WITHIN THE EXISTING STATE RIGHT-OF- WAY. 17. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. A REPRESENTATIVE OF THE DEVELOPER MUST BE AVAILABLE AT ALL TIMES. 18. CONSTRUCTION DEBRIS SHALL BE CONTAINED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT; NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 19. INLET SHAPING OF STORM DRAINAGE SHALL CONFORM TO VDOT STD. IS -1. 20. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER ANY WORK SHOWN HERIN WITH ANY OTHER SEPARATE, CONNECTING OR CONTIGUOUS WORK, 21. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 22. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER, THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY OTHER ORDINANCE ENACTED BY ALBEMARLE COUNTY. 23. CONSTRUCTION OF SLOPES & SUBGRADE FOR THE ROAD AND STORMWATER MANAGEMENT FACILITIES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS BY FROEHLING AND ROBERTSON, INC.. SEE SHEET 35 FOR GEOTECHNICAL REQUIREMENTS. 24. WARNING SIGNS, MARKERS, BARRICADES OR FLAGMEN ARE TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 25. NOTIFICATION SHALL BE GIVEN TO THE APPROPRIATE UTILITY COMPANY (ALBEMARLE COUNTY SERVICE AUTHORITY, OR RIVANNA WATER SERVICE AUTHORITY) PRIOR TO CONSTRUCTION OF WATER AND/OR SANITARY SEWER LINES. INFORMATION SHOULD ALSO BE OBTAINED FROM THE APPROPRIATE AUTHORITY CONCERNING PERMITS, CUT SHEETS, AND CONNECTIONS TO EXISTING LINES. 26• CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN) TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 27• THE DEVELOPER WILL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES WHICH IS REQUIRED) AS A RESULT OF HIS PROJECT. THE RELOCATION SHOULD BE DONE PRIOR TO CONSTRUCTION. 28, THESE PLANS IDENTIFY THE LOCATION OF ALL KNOWN GRAVESITES. GRAVESITES SHOWN ON THIS PI'LAN WILL BE PROTECTED IN ACCORDANCE WITH STATE LAW, IN THE EVENT GRAVESITES ARE DISCOVEREED DURING CONSTRUCTION, THE APPROPRIATE COUNTY OFFICIAL MUST BE NOTIFIED IMMEDIATELY. ALL ACTIVITIES MUST CEASE AND NOT BE RESUMED UNTIL AUTHORIZATION TO PROCEED IS GIVEN. 29. MANHOLE RISER UNITS FOR STORM SEWER ARE REQUIRED TO USE VDOT STANDARD SL -1 (ROAD & BRIDGE SPEC. 106.13) CONC. SAFETY SLAB, AS INDICATED IN STORM PROFILES. 30. CG -12 SYMBOL IS FOR CURB CUT CONSTRUCTION ONLY. CG -12 LANDING WILL BE CONSTRUCTED WITH SIDEWALK CONSTRUCTION IF REQUIRED. J t SITE TABULATION: RESIDUE AREA "A" 1,2271323 SQUARE METERS RESIDUE AREA "B" 7%,171 SQUARE METERS RESIDUE AREA "C" 157q SQUARE METERS (TO BE RETAINED BY FEE TITLE OWNER) TOTAL STREET DED. 53, 544 SQUARE METERS NOTES: i. THE ABOVE TABULATION ASSUMES THAT THE CONSOLIDATION PLAT PREPARED BY DEWBERRY t DAVIS DATED 7-20-q7 HAS BEEN PREVIOUSLY RECORDED BY THE OWNER. EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG -6 TO CG -6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE EASEMENT LINE CENTERLINE TEST PIT LOCATION LIMITS OF CLEARING AND GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TEE var. , 2m J.5m ,1.5m , 1.5m CS -4 Side slopes (Typ. either side) Top of cut ditch per plans Ditch lining per plon Cut section typical both sides var. 12m 11.5m 11.5m 11.5m CS -4 Side slopes (Typ. either side) Top of cut ditch per plans Ditch lining per plan Cut section typical both sides var. I 2 11.5m 11.5m 11.5m 2.•/ dee Notes Q�, b CS -4 Side slopes (Typ. either side) Top of cut ditch per plans Ditch lining per plan Cut section typical both sides var. 12m 11.5m 11.5rn 11.5m 230 20 -fid. E/P PROP E/P CG -6 _ CG -6 \7 CG -6R T i - T EX. 15' RCP PROP, 15' RCP EE ... - ... - ... - FENCELINE x E 0 PROPOSED UTILITY POLE EXISTING WATERLINE W/ TEE - -- di- - iTm PROPOSED WATERLINE W/ TEE G EXISTING FIRE HYDRANT -- PROPOSED FIRE HYDRANT 12,0 125 i��k_k_k_k_A_k_j 15' OAK OAK R/W FLOW LINE ... - ... - ... - FENCELINE x EXISTING UTILITY POLE 0 PROPOSED UTILITY POLE EXISTING WATERLINE W/ TEE - -- di- - iTm PROPOSED WATERLINE W/ TEE Wf F ] EXISTING FIRE HYDRANT $ PROPOSED FIRE HYDRANT _ EXISTING WATER VALVE - -- -�- - PROPOSED WATER VALVE W PROPOSED WATER METER AGG. BASE EXISTING REDUCER - - -W-�- - PROPOSED REDUCER W STP SIGN HANDICAP RAMP (CG -12) MAI ERIAL DENOTES LOCATION OF STD VDOT CG -12 AND/OR JURISDICTIONAL 0+000.00 STANDARD RAMP CONSTRUCTION , 30 PARKING INDICATOR Ai2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES 2 0mm TEST PIT LOCATION LEWIS $ CLARK DR?. RIGHT HALF SECTION -- CURB AT ULT. MEDIAN CRITICAL SLOPE 0+742.43 SLOPES TO BE SEEDED, MULCHED & TACKED 70 PURSUANT TO SECTION 1100,00 PRINCE WILLIAM 200mm COUNT`( DESIGN & CONSTRUCTIIIN STANDARDS MANUAL 50mrn VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE 30 EXISTING STREET LIGHT _0 PROPOSED STREET LIGHT �- PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT 1+162.65 SANITARY MANHOLE INDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 18 Cut Section__ - 3m 2.6r `\ 1:50 1:50 2:1 max vz Note la 1,50 FI'_ Fill Section UD 4/ W/L Location 2:1 max Note la 2:1 max Note la TYPICAL SECTION NOTES: I.a. CUT SLOPE IS 2:1 EXCEPT FOR THE FOLLOWING LOCATIONS WHERE CUT SLOPE IS 3:1 LEFT SIDE STA, O+lqO TO 0+400 RIGHT SIDE STA, 0+465 TO 0+700 b. BACK SLOPE OF BERM DITCH TO BE INCREASED TO 2:1 FOR THE FOLLOWING STATION RANGES LEFT SIDE STA. 0T300 TO 0+340 RIGHT SIDE STA. 0+540 TO 0+700 2. DITCH GRADE AND FLOW LINE PER PLAN, LINE DITCH WITH 2.4m wide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q WIDENING SHOWN REFLECTS INTERIM TURN LANE CONFIGURATION ONLY. S. RTE. 2q GUARDRAIL NOTE: SHOULDER WIDTH TO BE INCREASED BY O.q m WHEN GUARDRAIL IS REQUIRED ON THE RIGHT SIDE OF TRAFFIC. IN SUCH CASE, FACE OF GUARDRAIL IS AT NORMAL SHOULDER BREAKLINE OFFSET. FINAL LOCATION AND EXTENTS OF GUARDRAIL TO BE DETERMINED BY VDOT DURING FIELD INSPECTION. q. LEWIS $ CLARK DRIVE GUARDRAIL NOTE: VDOT ROAD DESIGN MANUAL TABLE A -2 -IM INDICATES THAT GUARDRAIL MAY NOT BE REQUIRED ALONG LEWIS $ CLARK DRIVE DUE TO CLEAR ZONES PROVIDED BEYOND THE TRAVELWAY EDGE. FINAL LOCATION AND EXTENTS OF GUARDRAIL TO BE DETERMINED BY VDOT DURING FIELD INSPECTION. 10. SHOULDERS ALONG RTE. 2q ARE TO BE PAVED AS FOLLOWS: 50mm SM -2A OVER IOOmm 21B FOR Im OFF E/P; IOOmm 21B FOR REMAINING 1.6m TO SHOULDER BREAiKLINE 11. DITCH LINING FOR CS -4 SIDE SLOPE DITCH TO BE LINED WITH JUTE MESH PER VDOT STND. EC -2 OR 'VDOT CLASS I DRY RIP -RAP PER VDOT STND. EC -2. LINING TYPE AND LOCATION AS SHOWN IN PLAN VIEW. of Right of Way and Construction -� R/W Cut Section 15m 15m 8,1m 4.3m 43m 8.Im 2.6m- 6m CG -7 Note 4 Utility Corridor Point of Finished Gr dem PEC, 1:50 �% -PGL CG -3 1:50 1 1:50 - 1:50 2:1 max Note la • o I :50 0.15n UD -2 Underdrain }� r1/-29' ((With MS -2) (Instsall on low side of med. Fill Section Top Course �unles5s plans indicate otherwise. IUD -4 Underdrain Base Ensurre gravel layer drains (To Be Installed on the Low Sub -Base I towaiird UD 'trench at 2%.) Side of Superelevation - Typical) ----Limits of Subbase LEWIS � CLARK DRIVE FULL SECTION ' R/W = 30m V = 70 km/hr of Right of Way and Construction - 15m - 3m Interim Ditch - See plans 4.3m for horizontal location. 1:50 1;50 Tie to temporary DI -5 tops I PGL _ 3:� where indicated 1:50 1 � man v v 15m R/W Cut Section B. Im 6m CG -7 Note 4 Utility Corridor a -3 1:50 1:50 1:50 / 2:1 max Nate la 1:50 Fill Section a I -Top Course UD -4 Underdrain Base (To Be Installed on the Low W/L Location of Subbase I Sub -Base Side of Superelevation - Typical) imits LEWIS $ CLARK DRIVE RIGHT HALF SECTION -- CURB AT ULT. MEDIAN R/W = 30m V = 70 km/hr R/W of Right of Way and Construction 9 � 15m - 3m Interim Ditch - See plans for horizontal location. � 1:50 Tie to temporary DI -5 tops _ 1_50 3:�Q ,,here indicated PGL---- 1:50 GL-150 ,\ lE 9 I 9 15m - R/W Cut Section 3rn B.Im CG -7 2.6m 6m PFG -2my Note 4 Utility Corridor 1:50 1:50 1:50 2:1 max 1:50 Note la Fill Section Top Course UD -4 Underdrain Base (To Be Installed on the Low / I I L -Sub -Base Side of Super -elevation -Typical) W/L Location imits of Subbase- n/Ota Qk /6 Cut Section I.Om - 6m 1:50 2:1 max CS -4 Side slopes Note la (Typ. either side) Top of cut ditch per plans Ditch lining per plan Fill LEWIS $ CLARK DRIVE RIGHT HALF SECTION -- SHOULDER AT ULT. MEDIAN R/W = 30m V = 70 km/hr PROP R/W EXIST R/W C -L SBL = SURVEY VARIABLE II VARIABLE 24.38m 3.6m Note B - 7.2m ---y� 2.4m 7.2m 1.5m Note I Widenin EX. SBL Note 10 Widening Note 7 PFG Note 8 Note 7 1:12.5 1:50 - �oLI: 5 1:50 PFG - 1P. - - A•.\ UD-4 Underdrain �X \- 50mm Bit. CGonc. Surface SM -2A UD -4 Underdrain 240mm Boase Course BM -2 / Section 200rnm Aggriegate Sub -Base 21B RQUTT= 2q W I DEN I NG R/W = VARIES V = q0 km/hr NBL EX. NBL GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WVORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY. WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN! IN NATIONAL GEODIETTC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LIENS, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND ,APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A U1TiLITY EASEMENT. 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE ANDI STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE ?`" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NONACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEIYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER [[LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPAC11ON IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSION GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT ET CERTTFICA11ON APPLIES TO, 12. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13. ALL DOGHOUSE MANHOLES CONSTRUCTED OVER EXISTING SEWER MAINS SHALL CONFORM TO THE FOLLOWING NOTES: A.) THE EXISTING SEWER LINE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF THE EXCAVATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE SEWER MAIN. B.) ALL MANHOLES BUILT OVER EXISTING SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BE TESTED, FULLY INSPECTED, AND APPROVED PRIOR TO THE OPENING OF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE FLOW. '14. ALL MANHOLES WITH A DEPTH GREATER THAN 10' SHALL_ HAVE A PLATFORM INSIDE TO COMPLY WITH OSHA STANDARDS. 15. VENTS ARE TO BE INSTALLED IN THE EXISTING MANHOLES AT NO GREATER THAN 300 METER INTERVALS THROUGHOUT THE WATER TIGHT SEGMENTS. VENTS CAN EXTEND ABOVE THE 100 YEAR FLOOD ELEVATION OR UTILIZE A FLOAT CHECK VALVE ASSEMBLY. 16. PIPE DISTANCES & SLOPES FOR SANITARY RUNS ARE CAILCULATED FROM EDGE OF MANHOLE TO EDGE OF MANHOLE. R/W t ALBEMARLE COUNTY ENGINEERING'+ GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 4� 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -'PLAY, INCLUDING , -4 CONNECTION TO ANY EXISTING ROADS, A PERMIT SHALL BE OBTAINED FROM THE P-+ VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT CD ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY .4 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. --+ C\2 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL CA BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONS00 TRUC11ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPET INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). co 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. co 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF '10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE Co MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC' RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE (10� OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND M APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF �a CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE. IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). � 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDDT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT.. WIDTH, SHOULDER WIDTH , AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO . EXCEPTIONS WILL NOT BE ALLOWED. I 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE, COUNTY STREET NAME SIGN -I REQUIREMENTS." THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD $ SYSTEM. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER .REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER OT PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM - WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 'I& THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. i PAVEMENT TABULATION PRINTED FEB i 1998 bEWBERRY & D .. . DATE I DESIGNERNO. DESCRIPTION r`, EUGENE, D. MIL LAR, JR.`Y/, NO. -c� 08133 nkiAl ENGINEERS SEAT, & SIGNATURE TYPE I BASE STREET NAME STA. TO STA. R/W WIDTH V CZ � 2lB SUBBASE (BM -2) SURFACE (m) (km/hr) (m) AGG. BASE OR, (5P1 -2A) I MAI ERIAL (BM -3) LEIWIS $ CLARK DRIVE FULL SECTION 0+000.00 0+155.27 30 70 6.5 200mm 2 0mm 50mm LEWIS $ CLARK DR?. RIGHT HALF SECTION -- CURB AT ULT. MEDIAN 0+203.6q 0+742.43 30 70 6.5 200mm 240rnm 50mrn LEWIS $ CLARK DR. IRIGHT HALF SECTION -- SHOULDER AT ULT. MEDIAN 0+742.43 1+655.11 30 70 6.5 200rnrn 240mrn 50rnrn U.S. RTE. 2q 0+765.00 1+162.65 60 + q0 10.5 200mrn 240mrn 50mm DATE I DESIGNERNO. DESCRIPTION r`, EUGENE, D. MIL LAR, JR.`Y/, NO. -c� 08133 nkiAl ENGINEERS SEAT, & SIGNATURE Date 1I 3 -cl7 Scale., NTS N/A ti _ Ilan Number Zoned 01 IP SheeL 2 of Fila Number 1AN -P -'260 bX n r I I Cn 0 Date 1I 3 -cl7 Scale., NTS N/A ti _ Ilan Number Zoned 01 IP SheeL 2 of Fila Number 1AN -P -'260 ri 10 , j -L� N 2 )M700 Lu x 13-1,io f x itX FU v EL, T"RE'ipA 4r ------ t -4 f f p u ... .... Roy T, t z -A PcEL J-- ---- a ------ ------ ------ -- ----- 14h - -- ---------- . ..... LIMtTS--- - ---- ---- - _7-�, A PPR - -- --- oy po 001) --- ---- --- - - --- ------ L C,LC_URVE.-DATA - ---- -- ------- -- 7, -20'341� 11 R 243.W4m' ... . . ..... ....... ... 44 om 6 b(om 7 T -OD Op."jigQ:- YR. -TLO CXT -Z SUP�R=Q.,04 /IV DpL�4 ... .... Loo A -.0e - — — - --------- ---------- — — - ------ - -------- ---------------- 114tk)v T1q, 20rn 5 ItI17- DS FL 0 p Ati R,41 Iyu 1A ------- ------ fig Ld TED t 18, 10 T I - --- ---- --- LLJ - - ----- -DEL[NEA WETLANUit)- AF r N IOOYR. FLOODFLAI RNA -"DRANAGE FA5ENENT A ------ -T_7 :7-- r 0', -------- ---- L ADDITIONAL CLEARING u I uKC__1 REWkEb TERSEDIKENT 00rn m _-5m Strii ....... ------ 77 -Cp ......................... 7 7 77- 7777�_ LIM --- 'jrb w/ 0 1A 1-, 1-7 ---------- Y q 37� 37.5 __o jj 'I'l,lI A_ urn 1�41U `41 1 F I �_f ve 1,14* -1--/ ;;o j t 77 31 4�?' 1-4 NL' h ELD DELI X/ >11id _TLAND WE- T, -4, W_ U �1 =QC L - RK I D (fMIN PPITIONAL CLIF-ARlikId o_1 R4WI�ED! FOP, SEOINE� 45 T P TkAP 41- DATk'� ir) i I 0 CL_ CURVE,' !% 0I, ILI "A R" - 300-001 Y CL, CU 9 �4' T Ial 53flh N /20115 6,0 'L 2.1q. 4(o m IF 0(o,.'bU M_ 2 t�.: 0 1 'p, X -1 34.q5m .1y/ 5UPER=O OzZTP, F F f 0q.33m 3, L _SUPER_.�0.04 T' ji F' j tF j ; , - -1 _ 1 ,4 IT T� ff Uo T11 f -I I a . 1 f �j T 44 ---- --- --- f J t IT J %J X, f 1 5 f f W T I t it t Al j, f f J r It SHEET INDEX, N.T.S. L joyl �,,yq J 91, 1Q111 4 4 1 A P- 77 - �5 CII 6R 4 I A GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 II I I I rmmmmmmomo" I REV. DATE DESIGNER NO. DESCRIPTION BY APPROVED DATE I : 500 1 J NuaTH ENGINEER REVISION APPROVED BY - L0 R 0 kv I T m & D.' UILLAR, JK NO. 08133 1r)MAI 0 0 L_ LLJ L Li I— V) V) PRINTED FEB 18 19 �SEQIIZY & ENGINEERS SEAL & SIGNATURE ------------------------------------ --------------------------- -- ----------------- ----- i a tgiecKeu by Date -11 - '131 - q 7 Scale 1:500 Plan Number Z o n P. d PD -1P Sheet 3of (Do File Number NAN—PP260 k1ww"m'i =��z SHEET INDEX, N.T.S. L joyl �,,yq J 91, 1Q111 4 4 1 A P- 77 - �5 CII 6R 4 I A GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 II I I I rmmmmmmomo" I REV. DATE DESIGNER NO. DESCRIPTION BY APPROVED DATE I : 500 1 J NuaTH ENGINEER REVISION APPROVED BY - L0 R 0 kv I T m & D.' UILLAR, JK NO. 08133 1r)MAI 0 0 L_ LLJ L Li I— V) V) PRINTED FEB 18 19 �SEQIIZY & ENGINEERS SEAL & SIGNATURE ------------------------------------ --------------------------- -- ----------------- ----- i a tgiecKeu by Date -11 - '131 - q 7 Scale 1:500 Plan Number Z o n P. d PD -1P Sheet 3of (Do File Number NAN—PP260 r MATCH LINE SEE SHEET 15- Irr I-9- 14 Lo I.... .... ... itF eLU •Loc FIPR I0,0' -UR o Q0. 7' iN, 2017", � 7 1�u A • YNDA I4j52 IIIIX IIIIIi_y IIf5 BORRON AREA IIIIIx t I70 ttIIY, If�53 5 x IIIIT I�5 3 IIIIfI-- ------- ------- ._ _- ---- tI ItIIII'OF N tC IitIIH )A 0 IitIII- --- ---- --------- ------ ---- --- IIf' tIVDOT CLI DRY IIIIif--- ---- --- - -- --- --- -- J. 'a 1 1r r ile I-p YDOT" IRIP RAP 27 IIIfIftIIeE6 It(om" stm. E" t IIIIIIQbITI'Nke . . ..... IIIMENT IIREQUIRED" FORTS III\s` ....... ... TRAP IIIIr ICLiIcIIIIIIIIVIAiIIIIv I f bA III- --- --- --- --- ... .. ... IitIIIIIIIII5 ICIL CURVE DATA (o2'11'30' I��J ',r' Jr G IIR = 21q.4(om II26� Y = 132.3(om IIf I- - - I s / j j Iit rfL = 238.21m ILo ISUPER 94 IIIIz �4 ItLL1 IL UF�CLEARINIG I(4RADING ......... . ................................. . . . . . --- --- LLJ IC/ fr I'4 6 ILLJ ,'`---r' • • OII A < I\& - k. YJ h u. f. It .I a DD th t -nm -.RC Ir IIIIORAL C'LFAR'IN PAP QUIRED PER 'SEj)INENI RE BASIN 58-2- If f_U ......... . :7 t< ----------- hELD E)rLI'qE TEb ... . ...... T �R ITREE' S4 AREA" IWE I1, L 0,5 III1 - 306mrhx 150m m- T f�.E 5Arf IMm IV' I �oo .............. T, 0 -y 4 t - ----- ---- --- IIx LEARING ADI)ITjONkL,C IFOR SEDINE T REDPRINTED e. rt fs rJ • h. r. mfr r. fir- r • UI E x 1.12�60 ITRAP ItI- ---- ----- tIi-A C fIIFEB 1 II+ I- -------- ------- IREN 1 3 Y .,.DEWBERR& f '4 ---- -- -- --- tGo IIr ----------- IN it0 IIII x IMATCH LINE SEE SHEET 11 Q) �_4 0 5:1Q) ICo DATE DESIGNER NO. DESCIRIPTIOIN BY.APPROVED DATE ENGINEER REVISION APPROVED BY: tv cc F .. 4 > WOO' Co 0 pyo ro Cn -4 ami I- - - I s / j j Iit rfL = 238.21m ILo ISUPER 94 IIIIz �4 ItLL1 IL UF�CLEARINIG I(4RADING ......... . ................................. . . . . . --- --- LLJ IC/ fr I'4 6 ILLJ ,'`---r' • • OII A < I\& - k. YJ h u. f. It .I a DD th t -nm -.RC Ir IIIIORAL C'LFAR'IN PAP QUIRED PER 'SEj)INENI RE BASIN 58-2- If f_U ......... . :7 t< ----------- hELD E)rLI'qE TEb ... . ...... T �R ITREE' S4 AREA" IWE I1, L 0,5 III1 - 306mrhx 150m m- T f�.E 5Arf IMm IV' I �oo .............. T, 0 -y 4 t - ----- ---- --- IIx LEARING ADI)ITjONkL,C IFOR SEDINE T REDPRINTED e. rt fs rJ • h. r. mfr r. fir- r • UI E x 1.12�60 ITRAP ItI- ---- ----- tIi-A C fIIFEB 1 II+ I- -------- ------- IREN 1 3 Y .,.DEWBERR& f '4 ---- -- -- --- tGo IIr ----------- IN it0 IIII x IMATCH LINE SEE SHEET 11 NORTH GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 j 111111111111111111111111111111111106 UGENE' WILLAR, JR. NO. 08133 0, ,S'/ n,t\\JA1 ENGINEERS SEAL 8c SIGNATURE DATE DESIGNER NO. DESCIRIPTIOIN BY.APPROVED DATE ENGINEER REVISION APPROVED BY: NORTH GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 j 111111111111111111111111111111111106 UGENE' WILLAR, JR. NO. 08133 0, ,S'/ n,t\\JA1 ENGINEERS SEAL 8c SIGNATURE a Date 11 -3-q7 Scale 1:500 Plan Number Zoned PD -IP Sheet I^ if n 4 of (ov File Number IIAN—PP260 a tv F .. 4 WOO' a Date 11 -3-q7 Scale 1:500 Plan Number Zoned PD -IP Sheet I^ if n 4 of (ov File Number IIAN—PP260 a M J, K RON Uy MATCH LINE SEE SHEET 10 GRAPHIC SCALE ( IN METERS ) 10 0 5 10 20 30 40 50 NID 1 500 UATH ENGINEERS SEAL & SIGNATURE -j DATE DESIGNER NO. DESCRIPTION BY.APPROVED DATE ENGINEER REVISION APPROVED BY. GRAPHIC SCALE ( IN METERS ) 10 0 5 10 20 30 40 50 NID 1 500 UATH ENGINEERS SEAL & SIGNATURE ED Drawn 1998 D'e-sigr. & DAV Date 1:500 Plan Number Sheet of (00 File Number NAN-PP260 -j E--4 ED Drawn 1998 D'e-sigr. & DAV Date 1:500 Plan Number Sheet of (00 File Number NAN-PP260 E--4 ED Drawn 1998 D'e-sigr. & DAV Date 1:500 Plan Number Sheet of (00 File Number NAN-PP260 Im a 'SHEET INDEX N.T.S. MA ICH LINE SEE SHEET 7 A GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 I :500 I kv, Lo PRINTED FEB 18 1998 MBERRY & D, CD. kLAR JR.",-, NO. 08133 rV I A I ENGINEERS SEAL & SIGNATURE j ct 4� Q) E.. ;-4 CD 0 )-� DATE DESIGNER NO. DESCRIPTION REV. APPROVED DATE BY ENGINEER REVISION APPROVED BY: A GRAPHIC SCALE IN METERS 10 0 5 10 20 30 40 50 I :500 I kv, Lo PRINTED FEB 18 1998 MBERRY & D, CD. kLAR JR.",-, NO. 08133 rV I A I ENGINEERS SEAL & SIGNATURE )esigned By j ct 4� Q) E.. ;-4 CD 0 )-� )esigned By j ct E.. CD 0 )-� P-4 Drawn By y. U ......... .... is )esigned By j ct E.. CD 0 )-� P-4 Drawn By )esigned By r� 19 / MATCH LINE SEE SHEET 6 . — , , .1 I I � �_7 , ,� �� I - i !" , --- , , , , tl,.--. , I I I I , " '!%�,_, I I �, "I I : I I I I . I _, . I . i . ," , ., . 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APPROVED, DATE BY ENGINEER ]REVISION APPROVED B Y: � � � __ _^ __ � � � w PRINTED /'/ -- FEB 8 1998 __ ^ MAT"CH LINE SEE SHEET 12 10 r7l/ SHEETINDEX ��o o�_�_ u m���u~v� N.T.S. ' GRAPHIC ^^"^=LE ( IN METERS ) m u o m 20 30 40 50 1 ' c�00 / . � . `^"" N ��K\ U KU ENGINEERS SEAL & .8IGNAIU8E 2=1 Plan Number DATE DESIGNER NO. DESCRIPTJON REV. 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APPROVED BY I -- DATE I I ENGINEER - - REVISION APPROVED BY: NORTH GRAPHIC SCALE I ( IN METERS ) 10 0 5 10 20 30 40 50 1 1 �=— � ��� � � � �—� - ; I : 500 - E.1,MILLAR, K`w I I - N 0. "' P; 08133 � Q-- �/ / // - � , V - 111�11-1 /-ONAL ��4w�o PRINTED fE . B 1 8 1991 !BERRY & D ENGINEERS SEAL & SIGNATURE I i � 1 4 1 : �4i : -A -A�,�, �� i ! � I i � �.� �—� K,..A i , P4 cO . 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ALL UTILITY POLES WITHIN THE LIMITS OF CLEARING AND GRADING IN METERS) ,E TO BE REMOVED/ UNLESS OTHERV41SE NOTED HEREON. 10 0 10 20 30 AP 2 9 SEMINOLE TRAIL U.S. �ou 40 50 qO km/hr DESIGN SPEED —D RIGHT-OF-WAY VARIES IIEN06WIl ,f: j — - - - -------- - - n __j Lc� i T k �Q-' 1y:1 C',4� — ---- — - — — --- — --------- ------- Ln - — -- - i ------ - q t�l co f C-'4 i �2i i U-1 -;Z� 29 co! 0 C,4 01 C6 i I-- ISO CN� L4-)� Lf�i Lr� C-q� -j --T �� i , 1 C4 (Cn FK f t lz;, 1 ... ........ . cc Lni Cn, 'ZD 1 rn' coz 1-1 (3 -q-1 tNl . - ........... ... ......... .... ....... 83 11 111111 11 1 "', . CN R� CN; 12:9 1 U -i co; IS; CN; co� Ln'; �-- 1 Lo co E C14 Cni c5 i c0i Ln E CN In! E co; LU Z-� Ln CN, C.,4 CN ....... ..... .... (�z ...... ...... 128 1 0 co Cq1 1 C,4� CIO (ZI31 -S�i C-4 i cy: Cq1 i (r5; CNE CN� (N -- CNj <N i �7,- i t 1\ 128 IZL CL - t Li- I ? 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NAKPF'-260 Q m I m a� a� m m a� LL C - of 3 O C- CD - CD QO 1J U` Z W / n O O 'CD 67 U W '-D O 0- z Ji 0 A E j� 9 u m M111 m Em Em 1+600 1 1+(50 DESCRIPTION II D4I II 1) REVISION DA TE DESCRIPTION .-BY 1+700 zrico LEWIS t CLARE E)"RIVE GS -7 / 30.00m R/N DESIGNED SPEED = 70 KPH STANDARD TC -5 SUPER .ELEVATION , SEE 'TYPICAL SECTIONS ON SHEET 2- k f 154 150 i 1+600 1 +bbu NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. 15-1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO q5% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AASflTO T -q9 OR ASTM-D(OqB. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFE55IONAL ENGINEER. VE RTICAL HORIZONTAL GRAPHIC SCALE GRAPHIC SCALE IN METERS IN METERS 1 0 0 1 2 3 4 5 10 0 5 10 20 .30 40 50 I I I A 1 : 50 1 500 a i I PRINTED F E B 8 1998 DEWBERRY & DAVVE-5 m ENGINEERS SEAL & SIGNATURE Date Scale HoRiz. 1 :50 i VERT. 1.50 -�]� Plan Number C) Date Scale HoRiz. 1 :50 i VERT. 1.50 -�]� Plan Number I 130 12q 126 127 12(o 125 124 123 122 121 120 liq 118 117 11(o 115 114 IA 2 3 4 5 6 - - - --------- - -- - - ----- -------- - ----- - - ------- - - - ---------- - - co 43 - - ------------ — -- -------- -- ------ - to - ------- I -_ r- (N L4 LN N CL QL CL OL C) -- - -------- ------ - -- '71. .......... .. . .. . .. .. .......... . ...... - ------ ... ------ ------- --- ------ ---------------- ------- --- -- - -- ---------- ---------- I I ------ - - - ------------- ---------------------------- ------------------------- - ---------------------- - - ---- - ------------------- -- ------------------------- -------- ... . ...... .......... .... ---------- --------- -------- ----- - ---- - ------- ------------- --------------------------- ------ ------ - -------------------------- --- ------------------------ ---- ----------------- ---- ------------------- -------------------------------- . .............. --------- ---------------------- -------- ----------------- ------ ------- -------------------- ---------------------------- ---------------------------- ---------------------- ---- ------------------------------------------------------------- ------------ --------- -------- ---------------- --- ---------- --- ------- tj EX. 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RIP RAP PER ---------------- ----------- --_STD.EC-1 ------------------ -- - ---------------------------- --------------- -------------- ---------- ----------- ------------------------- ----------- -------------- -------------------------- ------------------- --- -------------------------- - ---------------- ------------- ------------- -------------- ---- ------------- .............. 7, .......... .... ........... ........... ....... . . ... ... ........ rn Q) Lq co T '03 -,To C> (IN - - - ---------- L4----- -�N - C-1 ----------------- - - ------ 4 -- P��7 LN co it it .....-E- ..... ... ..... ......... .. z . . . . ......... ... . . . z C) + C, + >> > > C) zz + + 8 z 2-1 Z71 z ------------------------------ ----- 0+000 0+020 0+040 0+0G0 0+030 0+100 0+120 NOTES: I. ALL STORM SEWER STRUCTURES TO HAVE STD. 15-1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO q5% AS DETERNIINED BY METHOD "A" PER STANDARD PROCTOR AASHT0 T-qq OR ASTM -D6%. 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DA TE DESCR�P TION DtD REVISION 1/d 177 17(o 175 WSE=164 .03 ~- 174 173 , 172 171 170 1Gq 1(08 1G7 1(( ! 165 164 163 162 161 NO. DA TE' DESCRIPTION BY 4 OA 40 B I--- --- ------ - - _-_-.-- _ ._.... _........ _.._. - _...-. - LL — '� 0 4 � . � � O .. -I� . � � � dj y (li ,; I 1i Z I 0 a o a_ U W_ 1_---_______ --_.___l-_ � ___.___ _ __ __ _. Ct � M T _< __ . yL O ___......._... _____-__.. 0 w U c� _-........_..�_.__........._._.... --_ ___ �\ V 7_..._. _,_.- a J(l I Cl�ecl�ed', By DHW — Vi i X- 1 i.. 11-3-q7 r -y 0 � ,J ; I _____-_ _________ I w____�__. - — _ ____ _ ��� I ___ _._w_ I-__�________-- I 1 ----------------- ___._ ___ __.__ _________�-____� � ---------- ------ ------------ ___ _____ __ _ i L.__._........ E _._ - - PROP. G ----------- --------- -- AD E -------------------° €... @ .CIL P.! - [I -------------- I ..- .. __--_-___. . E -------- ------ - "..___- _--...___..._..______. ---------------. - ... [____; ----__. ............... ....... ............ 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Cl�ecl�ed', By DHW DaL' i 11-3-q7 ,.. , Scale �,:. : : , gs t `� M VERT.' : 1:50 Plan Number Zoned D—IP Sheet File Nu�raber ,:.,: A -!'1 �'' •1 14 Lo ''. � tO 1__/ . = � 1 I', •� -.-4 t ,; i U I I � J//{ / . F___ a Drawn By J.G. Designed By M.F:J. Cl�ecl�ed', By DHW DaL' i 11-3-q7 - Scale -- HOI 1:500 VERT.' : 1:50 Plan Number Zoned D—IP Sheet File Nu�raber ,:.,: A -!'1 151 158 157 15( 155 154 153 152 151 150 14q 148 147 14( 145 144. 143 142 141 0+000 0+020 0+040 0+060 NOTES. I. ALL STORM SEWER STRUCTURES TO HAVE STD. IS -1 INLET SHAPING. 2. FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO g5% AS DETERMIINED BY METHOD "A" PER STANDARD PROCTOR AASHTO T—gg OR ASTM—D6g8. 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CD=0- �O Z ZOO 1 Z cid , 1111___-- o. -°' . -.- 1111.1111 _ -= 11.11____ _-_-_-_-, .. ----__ __---_,11 -- -1111 _ -_-_- _ _ _-- Q-_ Cif t> "' N Cn oo N r` w tp-,4 d- U) U) Enu , (n " 1 Q a- w d J OW J W C'`� � -i L j (� 0, V) (n ,Ln i d .. ------------- - -------...- -�---------- -..- - - -- ------ -------1111 - - ----- ---- -------------- ---1111- - --- - ----------------- J � I) d � O - - - 1111 -- - ----- --...----- - 1111-.----- - -p � u'S (� � En ! ` WJ ZZ r 0� - € I C) � =D 11 11 II CD II II 9" II -- m d �, - - -- - ' --- . ._ 1111-----7.�..-------- -- -- ------ -------- --1111- ---- - - --- ----1111___ -- -- -- -- - - - - -_ ---- - - - ----- _ _ -- -- rn C3` li � z z � p 91 p C) 11 o s--- �� p (n ®IOC O 1 «i O cl) z o� EZ 0 o -o a g -o-- -- ------`------- - . - ------ --o._ .1111_.. __.A_. - -- --- 1111 ---------- --- ---------- - c3 -1111. o r,� c� o -- -- >.> .. _. © (�V)WWW CO -- p W-- � O �- + �ZZ + �Z -- - 1111.... -- ----- - ___..__.... . ---1111__. - ----1111__ . . 1111---11--11 _ --_,------ _ __________ ___ _ _ _ _ ________-_---- _. _---1111_.._ ______ .. ... 1111____-- __ _ __..- _-_-_. .. .--_-1111._ 1111__-_- -- _ 1111.... _......_ ... --- 1111__-[ 0+000 0+020 0+040 0+060 0+080 0+100 NOTE: FILL MATERIAL UNDER UTILITIES MUST BE COMPACTED TO 95% AS DETERMINED BY METHOD "A" PER STANDARD PROCTOR AASHTO T-99 OR ASTM-ID698. DENSITY MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGI�JIEER. 132 59 131 D8 130 9 57 129 56 128 55 127 54 126 53 125 52 124 51 123 122 50 49 121 48 120 47 119 46 118 Z 2 - S S; S S S 2 3' 4 5 6 - -- - - 1111.. - - - - ' I ,� w w - _------- --I ----------------------------4 --------------------------------_.._..--- ----. ._>_- -- _ ------------------- -_-------- - --0-------- - - - --------------------- ---------------------- _______________________________________________________________________________________________________________________________ _____________________ _ _ _ 1111_ _ _ 1111 _ _____.._..__..________________ _____________._______________ _-___ - __________..______.___ . �. O O o ® a o 0 0 , 0 0 r C70 d �I _______________________�. _______________._..________________________________......__.____..___________________..__ 1111____ 1111 .. _ E _ 1111 _ 1111 1111__ ________________ _ ..________.._.. _ _ _________________________ __________________________ ____..__....____..________________________..___.__________________.__________�__________-________________,___.___.._.__________________:______. _. _ _ _ .1111_ __________________ _ _ 1111 _ _ p.______________________...______________________.._____,_._..____..__..___. ._ 1111:_ _ . _�.. 1111 n P•7 : 1 N W' N W r Q Q II I - JJ - -- - ---------------------------- .._.._... ... - - L - - L - 9J_..... - - -- . 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I ----______..___ ------______._ ________ ___________ 1111___ _._______-... --.--.1111. _-. - _.1111__ _ 1111-- 1111. 1111.1111- ____.._. -_. _ 1111_-- --1111-.. _ _ 11.11___-_-_ _ - ---1111__-- -_(--_._ ------ __ }-___--_-__1111___ _ .-------------- - ---- ------ - ---1111____-________ __ 11_________11 ____ __..._..._._ . __ __--___. _ _.___.._____ ____ 1111__ 1111_._ ___, _-____. _.-._._._____________ _ _ 1111_.___ _ _ 1111__-- _-_ -- ___.._.___._.___ _ 1111__.. 1111 --1111__-- --.1111_-_ .1111_-- -_ _ -I 11.:11._ _ . ..._...._..._..-...__ _._.._.__._....._....................... 11,11 1111 1111_. 1111.. _......_...., __________ ___.._.._........_-1111. ,..M.�..._..___ 1111.-.....,.,_.,...,._--_- ` _,...__...._ _ 1111___. ._.________ ._....,,,..,...... ..,..._....,._,...,. __,.._.._._-_ ,......._..__.._..__ _,._,...,....._...._......... 11,11 _ . _ _ . _____.._ _ 1111___ 1111..__-_ 1111_____ 1111-1111____ _________ _________ _ _ _ __. ._.___.__. _ _111_1_--__ .__F..-_ f --------------- --- - - - ----- - ----------- - ----- ---- ------- ------ _-- -- ------ - ------ -- - .- -- . -_ .... -.-- ---- - - -- -- -- -_ -- ----------------- ---------------------- ---------- - ---111 - ---------- ----- . _ ,_ �_..._ 1111___ --- ------ ------- _------_. 1111__ _- ---_______.__.__ _ 1111__-- -_- _-.-1111-1111___ 1111_____- _- --------------------------------------------- i ------------ ----------------------- __---- _ , I 1111 1111_.:.-_ 1111____- -_- .- -11;,11_ .: _.,�. .. .1111.. ________- _ 1111 1111_____ _________ _ _ I _ / i i / / -_----------'------------------------ - �--------.....-------------=----------------------------------------------------------------------------------- - ---------- ----------11---11_----- - -- --- --------------.----' -------------- -----------...--------- I _.------------ ------ -11--11'__-1111..------ -- -----------_.-......_. 1111,!.__ -_ 1111 ___�_... 1111...__ 3_ 1111. 1111 1111_ 1111 1111_ _ _ _ 1111_ \ PROP. 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GFA ® 1 / - 1� ---------------------------- ----------.:.---- - --- C/L OF IPE- ` _ ` J I [ �r 1 / .78m 375mm - - - -- - - -------------�--------- ---------------------------------------------------------- - - ---- - =, 1111. ; T 7% I / / , SAN. SEW. ®17 5 l I1 , ----- - ------_ -------------1111..--- ----------------------- -- -- - - ---- -- _ - - \ / 3 _ 1111_____________.____ 1111 1111_ _________________________ _____________________-1111____ _____________________________ 1111_____ ______...._________.. _. .1111 ._______________________ _____________,.r______.___._ _____.__________.._________=________________..___________.„._________..._______...__._..____-___..____.._..�-�___....______�_________-1111_____ _ _ _______________________________.e._________ -1111_-_--___________ .1111_ 1111 1111 _____________ _ ___________________.._____ ____..___________ - , I --.. _..---------------------- --------------------- i .. 1111___.. .1111___ ____________________________________.___..______.._._______________. 1111___.. _.__....___________. 1111 ________________..__......_....,__..__.._______________________�.__....__ .!_____________............_..'.......,.,.,...,.__....__......_.._....____.._......__________...._____ _____________________________ 1111 1111 ____________.__________ _ _ _ _ 1111 1111 1111_ 1111 1111_ _______________._ _. __ _______- 1111_ -"`- 1111'. _ 1111.. _ 1111, 1111 .. 1111_ 1111 1111.---1111_ _ ________ ______'____-_-1111__ r_ _ _ _ _ r ______ ________ _-.________________- _ ____.___________________ _________________________.__ _ 1111_______________ 1111.___ M.-_.___.___._._--.1111____ ---- �� 3 65.91 m 200mm DI.P. SAN: SSW 0.51 SAN. SEW. C�? 0.53% _ - - �� - - Y _ -- -- _ __1111 T. 39.10rn- 00mm D• z i N SAN. S 0 52 1 w - -.1111. _-_..._.....__-. _ ._ 1111----- .1111._ 1111 1111_-.1111- . -----. 1111.._ -1111_ _. 1111.1111.-_. _ _ �. 1111___- 11111111 _____.___m ._ .1111._. ___.__.,.__..__... ; .11.____11___-- .- ______ __-�_-__.___._______ _ .1111-- ----1111__-. _ _- ________ - -1111-_ ._ .__ _ __.. !�' 1111___ _..___.____ _ 11.11 1111 ___i_ 1111 _ ___- ____.. _._..._.. ___.__.______.__ 1111__ 1111 11.11_ . 1111-- _ _ _-1111___ -___.1111 _________ __ ____ _ _ _. 11.11_.__ 1111_.._. _ 1111 1111. _. _ 1111_-- 1111...__ _ [ _ ,1111_ _ r__ __.m._ I ._ .E I I W 0 1111 1111_.__ _ 1111.1111__. _ _ 1111 _ p 1111____ 1111 -_ .__.__._.. ________ 1111 __ _ _ _ 1111-_ 1111_- _. _______ 1111_ 1111_ .1111._. _ _._.- ____ _._ _ _ ________-1111_ 1111_. 1111.___ _. - 11.11. __ 1111 _. _ 1111___ M _ _..�_. __.__..._ .. ___.._.... ........._ _ 1111. I f z p p Z I I1111 _ 11.11.. ..._ ____ _.____ ___- __ .__ _ ______.. _,__M_'_.______-1111.11..__,_11_:..__._..._-,_______ _ ____.. __._. _ _Q_ __________- _____.____-_____ ...... . .._...._...___...._. ...____-___ .. . ._----- - 1111.--_ _,.......__ I _.-11.11.._ 1111_._ ... __....__-_. ..._ 1111___ _.....__. __ .. . _-1111.._ 1111 w f=� W a I z w >4 i � Z , 1111_-11.11.-_ _ ._ _ ...-- -1111 --_- 1111.__-_-- _ 11.11.- - - --1111. 1111 _ ______ _________ _ I!._ . _ 1111_. _-- 1111_-._ _-- _ _... _ 1111.____ _ 1111_-- _-_--�_._. _______.________ ___.__.__.____-1111__ �, _ 0 4 z I rn i a_ N ---...--_-.. --- ------------ ----=11.11-------------- W ------ - ._ .. - - - d �_ x (D � _ Z I+ p E W Z 10 ---- - . ------.- ------ ----- ------------------------------------- ------ I ------------------------- ------------------------------ -- - - Ja 1. - -------------------------------------------------------------------------------------------------------- -- <------------------- r -------------------------- ------------------------------- - CLi to (w h � 1 E- j r� E ^v E, c� = E, ,-------------- ----- -- ----------------- -- ------_.---------------------------------------1------------------------------1---------------------------------------------------------------------------------"-------------�--- - E --� - ------ _--- -E /_��- - W '--�----------------- --- rt - - --- ---- ------------------ --- 1111 - - .-1111-._ t i O O E E E C� E E O I if 7 tt7 CV _ E cL u Asn y z'� I 1 1 r cn '`Eno z'�En rr __________________________.,___.....__________L___________--_-__..__----'--------___-_-_-_-___--_-- _---------------------1111_-_-___--_-__-____.______.__M_.,__.____-.,._ _-. �� - ----------------1111_-___-__-_---__...___-____..._.,__.,. <._- E2 -___0-`r _Z__ `i-c,�-------- ---------------------------- ,v S - - - i-. cE N i5 rn `t r7 ` o� z O v -' � r � I Cn co � V) � v�� d `t � w �-n _j o�o� ,w C � ? w II O \ O h - = -; --� � x- - - - �.1-- - - -----r-------------------------------------._---^----------------------------- -------------r------------..... ------- -- - - - --------------------------------------------------------------------- ---_T ----------- - CV , 0 N C3 d , � �N r0 �CVN dp II d �� r C� II ,1 i I 11 I, . II II I p ------------------ ----- ----------------------r-------------------------......----------_...:- - -,_..._._......._....- - E - ---------------------------- II... 1111 - - , rn ii 11 tt --------------------- --rl-------- - - ti - j H rn ~ z . �s _> o UZ OZ o pZ pZZ ALL --------------.__....-----------------_--------.._..---....._..--------=-------------------------- 1111_. -------- --- - -- ----- --- --- ... - - .. -----..----17-----•-=--A-----------------------'---------------------------; _... - O <3 © .1111 .. ® ! : �> >>� FT >> >5 ZZ O ZZ , ® -- 3® ZZZ W W - � - - - - ---------- - ---- ------------------ 111.1 ..--------- -- O 1111. - - - --_ _..__... ---- ----------.. --------- --- '-- E------ ------------`- --------- -- - -- -'--- -------- _ --- - -- � ------ -------- '-- -------------- , 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+-160 NO, DATE DESCRIPTION BY DATE DESIGNEIR NO. ' DESCRIPTION REV. BY D & D REVISION ENGINEER REVISION APPROVED BY: r r:a.- IPRIN EO Desibned By r.13./T.V. Checked By FFB 1 8 1998 D.VI. Date Scale HORZ.: 1:500 VERT.: 1:50 f ; flan Number �. / i o -j y �'�, Zoned �, EUGENE�D. MILLAR, JR. NO. :�0 08133 Sheet �0 !�� 'c{rS� I t�G�� of CONAL E File Dumber ENGINEERS SEAL & SIGNATURE MAN PP --260 y I 0 Oo m LC) LC) CiTim O r� a� LL of 0 C- C Q O (D cv a i U Z LJJ I— O O I CD Q) U W O LL LL 1 J rA CL Q m LL rA Cm I-� m LD Q) O U LL D7 D R _r--) C- LO LO N 0 - LD I W i� O I CD 67 U w 2 0 5 J j 5 i I C E RR,J PHASE 1 INFRASTRUCTURE NORTH FORK BUSINESS PARK ALBEMARLE COUNTY, VIRGiNIA. F & R IiNo. X -71-093A GEOTECHNICAL SPECIFICATIONS The following geotechnical specifications have been developed from F&R, Inc. Subsurface Exploration and Geotechnical Engineering Evaluation report No. X-71-093, dated December 27, 1996. This report and these specifications have been finalized with respect to the final site plans prepared by Dewberry & Davis for the Phase 1 Infrastruciture Project, to which they are attached. Information regarding subsurface exploration procedures, soil conditions observed, and discussion Or recommendations may be found in our geotechnical report. These geotechnical specifications include specific guiidelines that address the general site preparation and roadway fill as well as the construction (Of the storrnwater management ponds at the site. ROADWAYS General Site Pret)aration 1. All surflcial organic soils shall be removed to a distance of 3 feet outside of roadway areas to receive fill except as follows. Where 5 feet or rnore or ne\1/ rill is required to achieve the final soil sub;rade in roadv,.'av areas, the existin- surriciai organiic sol! rnav be left In place, however, additional organic soil shall riot be added. All trees, stumps, and vegetation shall be removed. Organic soil may be placed as fill at the surface, in the ernbankrnent slopes outside of the road,:vav shoulders. a 2. Prior to placement of new fill, proofroliing the surface of the virgin soil to Identify sots spots, shall be performed. The proofrolling shall be performed under the observation of the Geotechnical Engineer. The engineer shall make recornmerTdations on a case by case basis concerning areas Which wave, rut, or deflect excessively and continue to do so after several passes or the proofroller. Options would include bridging soft soils, soil or subgrade improvement, or i_rndercut to firmer soils. Any undercut areas shall be back-filled ir) thin lift's with suitably compacted fill rnaten'als. Proofrolling shall not be attempted in %%et weather as the on-site cohesi\,e soils are moisture sensitive. Proorrolling in we \weather ma`: cause deterioration of these soils and result in additional undercut,wh1ch iiia\' riot Other\ -vise be necessar\'. Also construction traffic shall not be allo\\'ed to concentrate in future pavement or structural areas as this could deteriorate the 50! 6 5 I N C7�[yrE�j tR gt`J ^ 3. Where springs are located below the roadway fill, a blanket drain shall be installed. Follo`.ti ing clearing and -rubbing, a rninirnum depth of 2 feet or' VDOT 457 stone shall be placed over the lead of large springs. This depth may be varied for smaller springs, based on a field �evie\v by the Geotechnical Engineer of record. The blanket drain shai I extend below any fill to t e edge or the fill embankment. Standard VDO-i filter fabric shall L)e placed over the -57 stone prior to placement orf soil fill above. Fill Placement and Compaction 1. Prior to placernent of fill, samples of soil to be used as fill shall be submitted to the Geotechnical Engineer of record for testing to determine their plasticity and compaction characteristics. Sample; shall be submitted at least 7 days prior to their use as fill. Please note that many tests have been performed during the geotechnical evaluation process. Previously tested soils will not need to be retested. 2. -i-he elastic S-ILT (NII --i) and fat CLAY (CH) soils on site nave the lowest CBI? values and generally are the least desirable for pavernent support. CH, MH and other cohesive soils are to be placed as deep as possible in deep fill areas, and capped with .a rninirnurn of two feet or more granular fill (NIL or more granular) at the pavement subgrade level. 3. Partially Weathered Rock generally can be excavated with Borne difficulty by traditional earth moving equipment but may require the use of ripping tools. NAInor blasting may be required to remove some of the more resistant Partially `leathered Rock. Blastinr, will most likely be required and may be used to reno\e more competent rock, subject to local blasting regulations. 11. Partially Weathered Rock, may be used as fill If it breaks clown into sultable soil when excavated or \when compacted with a sheep foot roller. Boulders larger than 6 inches in diameter shall riot be placed in the rapper two feet or fill. If large 'quantities of boulders are to be placed in the roadway till, they shall be placed under at least 5 feet of fill, with a layer of geotextile fabric, Miran I 40 or equivalent, placed between the boulders and the fill above. Boulders and organic (topsoil) soil may be used `:\'ithout restriction, in the outer layers of roadway ernbankrnent fill - not immediately below the roackvay. 5. Roadway fill shall be placed and compacted in accordance with the current VDOT Road and Bridge Specification. 7 5 1 C f Baa, SWM POND EMBANKMENTS Genera) Site Preparation 1 . Erosion and sediment controls in accordance \,\pith the Albernarle County Erasion and Sediment Control Ordinance and regulations shall be installed prior to start of the pond construction. 2. Areas designated on the design plans for borrow areas, embankment and structural work shall be cleared ;rubbed and stripped of topsoil. The topsoil may be stockpiled for use on top of the embankment and other areas. The pond area shall be cleared of all trees, brush and other debris. All organic_ alluvium shall be removed. 3. All worn on ponds shall be carried out in areas free frorn water. Temporary dikes, levees, corferdarns, drainage channels and stream diversions may be necessary. Embankment Construction 1. A cut off trench small be constructed below each OT the SUNNI POnc! embankments. The cut Ort trench shall be constructed along th'e entire center line of the dams. The cut off trench Tor SWN1 Pond r 1 shall extend to a depth of -5 feet below the existing ground surface, one foot into partially weathered rock, or to the surface or hard rock, whichever comes first. The cut off trench for SW,'vI Pond rr2 shall extend to a depth of -4 feet below the existing ground surface, one foot into partially weathered rock, or to the surface on hard rock, whichever cones first. The bottom of the cut orf" trenches shall be a rninimum or' 12, feet wide. The side slopes of the cut off trenches shall be constructed at a slope of 1 : 1 or flatter. Prior to backfilling the cut off trenches, the trenches are to be observed by the Geotechnical Engineer or record. Cut off trenches shall be backfilled with the cohesive CH, MH, or CL soils identlified by the soil borings. Tine majority of the cohesive soils at the site are in the upper horizon of the residual soil. 2. The core of each or' the S\/WA P(orid darns shall be constructed from the cohesive CH, ti1H, or CL soils identified by the soil borings. The top of the core OT the S�VNI ponds shall be a minimum of 1.5 meters \vide and extend to ani elevation of 0.3 meters above the design pool elevation. The cores shall extend the entire length of the centerline of the dan7s. The cores shall extend downward at a slope or 1:1 (H:V), for flatter, until they reach the existing ground surface. 3. The shells of -tire S�\'M Pond ernbankrnents (outside of the cores) may be constructed or cohesive or non -cohesive soils. Soils containing mica shall riot be used anywhere in the slam construction. Six inches of topsoil shall be placed over the entire downstrearn 'race and to the elevation of the normal pool on the upstream face. 8 i 9R SWNI pond embankment fill shall be placed in level lifts not exceeding 8 inches (compacted). The edges of existing slopes shouldl be benched, to a maxirnum height of 2 feet, to allow the fill to be placed in horizontal lifts. SWM pond embankment fill shall be compacted to a minirnl_rm of 95% of its standard proctor (ASTrti/1 D-698) maximum dry density. Core fill shall be placed at a moisture content of 0 to 41/10 above optimum moisture content. Full tirne observation and testing small be performed by the Geotechnical Engineer of record during all fill placernent. No fill shall be placed over fill that has riot been tested and documented to have the required compaction. The core shall be kept nToist and not allowed to dry out. 5. SWM pond embankment fill snail be placed 5% higher than sho\,vn on the construction documents to account for anticipated settlernent. Concrete structures small not be constructed on top of the embankment fill for a peiriod of 3 weeks after the completion of fill placernent to allow the majority of the settlement to occur. Toe and Blanket Drains 1. A blanket drain shall be constructed in the embankment at SWIM Pond =1 but not at 5\1\1NI Pond - , � r . 2. -The blanket drain snail start at )the existing ,round surface at the doti'n stream race of the dant core. The blanket drain shall be 0..5 meters thick and shall be wrapped entirely in geotextile filter fabric (.Mirafi 500 X or equivalent). At S`- int Pond r1, the geotextile fabric shall also wrap the toe drain. The blan!:et drain shall extend to the lower face of the embankment and the entire width of the embankment. 2. A toe drain shall be constructed in the embankments for SW;\,A Ponds 1 and 2. The toe drain shall be located approximately 2 meters back frorn the toe of the ernbankments and shall run parallel to and the entire length of the embankments. The toe drains shall be cut into the residual soils, 0.6 meters wide and 1 meter deep. The toe drains shall be designed to drain into the base fio\w channel at S`�` iv1 Pond =1 and into the discharge channel at Si\%l`1 Pond ==2. 3. The outlet pipe or conduits shall be constructed as follows: A minimum of t\vo-thirds or' the length of the outlet pipe (frorn the inlet) shall be, supported on a concrete cradle in accordance \with dra\N-ing 8 in the appendix. The lower one-third of the outlet pipe shall include a drainage blanket consisting of 12 inches of gravel surrounded by a filter fabric surrounding the outlet pipe to control piping action and seepage. 9 Concrete Cradle 1/2 (D=2t) CczxcrFre mai al for crake- rtc, )ea - -- IL — De51zrZ1 of CJ�r�eTN * But ,oat less ', 1,32 -5ide -all:3 may, con -form to tae t_rtnc (c � �: en v �a� 7e� ou�e tie c: ad?a corm) T'C ` "°` T� t.b.e pipe is iai-+ i� a.n exca�aled tr � Source: Fa - iia:: Count, Pudic Fac i??tie. s Manu at_ FROEHLINGL & ROBERTSC)l 1�,1C. r — ;T=. 10-27-97 SCALEi Repro ! Y -71-095A i tl , ; - 1 ? t Pipe :. 4t � .� �� rJ_ � t . T r —__' -.. �f (� iti U �:or-_h Fock Business P31-11' t ase I 1frasLruccure --l-Irloccesville, `.."iL'�0i.1_3 I NOTE: THIS SHEET FOR G E OTEC14NICAL REQUIREMENTS ONLY! REFER TO REPORT BY FROEHLING & ROB 1_1C'TSON, INC DATED OCTOBER. 27, 1997 FOR SPECIFIC GUIDELINES THAT ADDRESS THE GENERAL SITE PREPARATION, UTILITY WOI\ .AND ROAD WAY CUT AND FILL, AS WELL AS THE CONSTRUCTION OF THE STORMWATER MANAGEMENT PONDS. THE CONTRACTOR SHALL, PERFORM ALL, WORD IN ACCORDANCE WITH THE RECOMMENDATIONS AND GEOTECHNICAL SPECIFICATIONS OF THE GEOTECI-INICAL ENGINEER OF RECORD, AINCLUDING ROUTINE INSPECTION AND.TESTING OF ALL OR THROUGHOUT CONSTRUCTION BY PRINTE THE GEOTECHNICAL ENGINEER. OF RECORD. FEB 18 1998 NO. 1 DATE { DESCRIPTION BY I I DSD REVISION N0. DATE DESCRIPTION BY Checked By Q. Bate 11 -3---1'__1`7 Seale N/A Plan Number Of PD S heet i 35 of (0 u -0 File Number �— M IAN PP 2_60 r F-4 i 8-•i s�=^�—i �+ V o' I �I 00 I P-4 ) a b� CIO ct,> c�S Pte., )swim By FZq c. cr) C LO o Checked By Q. Bate 11 -3---1'__1`7 Seale N/A Plan Number Of PD S heet i 35 of (0 u -0 File Number �— M IAN PP 2_60 I �I I P-4 a b� CIO ct,> Pte., )swim By Checked By Q. Bate 11 -3---1'__1`7 Seale N/A Plan Number Of PD S heet i 35 of (0 u -0 File Number �— M IAN PP 2_60